A. 0.10 %
B. 0.12 %
C. 0.15 %
D. 0.18 %
RCC Structures Design
RCC Structures Design
A. 1
B. 2
C. 3
D. 5
A. One- third of the effective span of the T -beam
B. Distance between the centres of T-beam
C. Breadth of the rib plus twelve times the thickness of the slab
D. Least of the above
A. 0.15 %
B. 1.5 %
C. 4 %
D. 1 %
A. 3 m
B. 4 m
C. 5 m
D. 6 m
A. 2800/C
B. 2300/2C
C. 2800/3C
D. 2800/C2
A. 8.3 kg/cm2
B. 7.6 kg/cm2
C. 21.5 kg/cm 2
D. 11.4 kg/cm2
A. 20 cm
B. 30 cm
C. 40 cm
D. 75 cm
A. wh (1 – cos )/(1 + ) p2 is
B. wh (1 – sin )/(1 + ) )
C. wh (1 – tan )/(1 +
D. w (1 – cos )/h (1 + sin )
A. 100 kg/cm2
B. 200 kg/cm2
C. 300 kg/cm2
D. 400 kg/cm2